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OPT I 011 I 0" I ■ <br />6-11 „ u 0. <br />=-I--------------------/_ Ni I <br />■ I I �I <br />1 .. <br />... - NI <br />1 0" I _ I ■ <br />°P I I <br />N� I <br />I NI I -- 1 ■ <br />�I <br />I a,l 1 I MI I <br />■ I - - <br />..:::..... .. <br />T-2.D'_�1 .- - - - - -14-3 - - - - -I- <br />I <br />- - - - - - - - - - - - - - - - - - - - - - - - - - I I ■ <br />■ ■ ■ - - - -I ■ ■ ■ ■ `� ■ ■ <br />FOUNDATION PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"x34" <br />1 59'-10" <br />70'-0° - - --- - <br />GENERAL FOUNDATION NOTES: E <br />0 <br />• CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND O <br />HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO. O O <br />• EARTH AND EARTH FILL SUPPORTING SLABS GRADE LO APEX° <br />ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND C <br />SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. N U <br />COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED 00 <br />PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR <br />CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. p N <br />• IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE O <br />SOIL IS NOT SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT ' <br />EOR. ADDITIONAL FOUNDATION WORK MAY BE REQUIRED. <br />• SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB � <br />IN ACCORDANCE WITH THE BUILDING CODE. CONSULT N <br />ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. M <br />• MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE _j <br />INTERCHANGEABLE. SEE SHEET ST-2D FOR ALTERNATE STEMWALL LL <br />SECTIONS. <br />• 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL _j t S <br />RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON J <br />SHEET ST-2D. true design studios <br />Z <br />O <br />(n <br />FOUNDATION KEYNOTES: DC1 U 9000 REGENCY SQUARE BLVD. <br />Q SUITE 100, JACKSONVILLE, FL 32211 ci <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN p <br />r� <br />"' <br />�B <br />12" DEEP FTG UNDER BOX <br />p <br />`D <br />I <br />EDGE w/ (P) #4 CONTED <br />COLUMN, FTG TO BE <br />c: <br />PROJECTED MIN 6" AS SHOWN <br />LU <br />�C <br />16"SQx12" DEEP FTG <br />n <br />24"SQx20" DEEP FTG <br />j <br />UsHOMON' <br />w/ (3) #4 EW <br />(A <br />1 E 130"SQx20" <br />I l <br />DEEP FTG <br />F I <br />36"SQx20" DEEP FTG <br />> <br />- <br />w/ (4) #4 EW <br />-J <br />w/ (4) #4 EW <br />m <br />GI <br />48"SQx24" DEEP FTG <br />#5 VERTICAL DOWEL TYP <br />AS SHOWN, SEE MASONRY <br />Lij <br />�' <br />w/ (5) #4 EW, T&B <br />w <br />NOTES ON ST-1 <br />Icy <br />1 1/2" SLAB EXTENSION <br />D <br />AT FULL ROUGH <br />Al <br />OPENING WIDTH <br />Al <br />z <br />W <br />(D <br />W <br />O <br />O <br />O <br />***NOTE TO CONTRACTOR*** <br />DR HORTON DOES NOT ALLOW FIBERMESH AS AN <br />ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET <br />LO <br />BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING <br />Z <br />w <br />ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT <br />MANUFACTURER AND DR HORTON. <br />U) <br />W LL. <br />z J Z w <br />LLJ O cn <br />m <br />w <br />W Q Q z <br />(D > Q <br />w w 0 0 <br />0 J w 2 <br />w w <br />o x <br />LL <br />Z � � <br />O z <br />H Q <br />W <br />°° <br />a z <br />(V M <br />O a <br />LL <br />p W <br />ABBOTT PARK <br />O U <br />� - (n <br />a LOT 026-01 _ w <br />z Z <br />z '?'^- � <br />V PROJECT NO W <br />48 �R 1 7 _j 2021.006624 <br />Z DRAWN: --- O <br />= KME <br />�.7 U O <br />N 7 CHKD: <br />�Y/ U 6II� MJP <br />w w <br />U <br />Q��rrrcn <br />q4, m :. • G•E IV S� • .�� z <br />�Sr W No 85166 <br />.. *•• ,•# <br />_ Z <br />Do�Signad by: Q <br />nk'� r/4�i'T Z O �•�. TAT'E.. OF <br />W O •• 3F4671DACDEF4j6•��� (n <br />"e <br />w� SqN O 05-18-2021 0 <br />,, i= w <br />e 7 OP& U REVISIONS: <br />`r � <br />Q No. Description Date w <br />� J <br />?- U <br />SANITARY ISOMETRIC o 0 <br />z - Z <br />U 0 <br />W <br />F- <br />X <br />W <br />a <br />ST=2 <br />CMU/METAL CONNECTOR ENGINEERING <br />